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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.3 CrAccepted-AOC NO 81 58 BAJANAI KOIL STREET KARADIKUPPAM VILLAGE SHOLINGHUR TALUK RANIPET DISTRICT 632 505 | SHOLINGHUR | RANIPET | TAMIL NADU | 632505 | ₹2.3 Cr | L-1 | Accepted-AOC L-1 Venkatesan
Lowest Rate |
| 2 | L-2₹2.4 Cr+₹4.7 L (2.03%)Rejected-AOC | ₹2.4 Cr+₹4.7 L (2.03%) | L-2 | Rejected-AOC L-2 AVN Constructions
Highetst Rate |
| Sl No | Description | Qty | Unit | venkatesan L1 | AVN Constructions L2 |
|---|---|---|---|---|---|
| 1.00Nemili Block | |||||
| 2.00Strengthening of the road from BS road to Konthangarai Via Punnai ADC Km 0/00 - 3/710 (R-99) in Nemili Block, Ranipet District | |||||
| 3.00 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 5,364 | sq.m | 6.1 ₹32,720.4 Lowest | 6.1 ₹32,720.4 Lowest |
| 4.00 | Picking 5 Cm to 10 mm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete | 4,426.67 | sq.m | 23.1 ₹1,02,256.08 Lowest | 26 ₹1,15,093.42 |
| 5.00 | Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A. | 804.6 | cu.m | 140 ₹1,12,644 Lowest | 147 ₹1,18,276.2 |
| 6.00 | Collection and supply of Cartered Earth for Basecourse And side berms and labour charges for filling etc complete | 2,649.38 | cu.m | 146 ₹3,86,809.48 Lowest | 147 ₹3,89,458.86 |
| 7.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 531.56 | cu.m | 2,862.58 ₹15,21,633.02 Lowest | 3,210 ₹17,06,307.6 |
| 8.00 | Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges rentals for machinery, fuel and all other incidental charges etc, completed as per clause of MORTH Rev-5. | 1,994.7 | cu.m | 2,910.5 ₹58,05,574.35 Lowest | 3,000 ₹59,84,100 |
| 9.00 | Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5. | 13,298 | sq.m | 84.84 ₹11,28,202.32 Lowest | 86 ₹11,43,628 |
| 10.00 | Applying tack coat over WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags, etc., complete as per standard specification No 503 of MOST | 13,298 | sq.m | 19.63 ₹2,61,039.74 Lowest | 19.63 ₹2,61,039.74 Lowest |
Tender Value
₹2.3 Cr
EMD Value
₹2.5 L
Closing Date
3 Sept 2025, 3:00 pmClosed
Project Director
Project Director DRDA-Ranipet
Strengthening of the Road from BS Road To Konthangarai Via Punnai ADC Km 0/0-3/710 R-99 in Nemili Block at Ranipet District MGSMT 2025-26 Phase III
2025_RDTN_594513_1
A3/3086/2025
Open Tender
Civil Works
Item Rate
180 days
DRDA-Ranipet
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2.5 L
14 Oct 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
Amount
Nemili Block
Strengthening of the road from BS road to Konthangarai Via Punnai ADC Km 0/00 - 3/710 (R-99) in Nemili Block, Ranipet District
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Picking 5 Cm to 10 mm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete
Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A.
Collection and supply of Cartered Earth for Basecourse And side berms and labour charges for filling etc complete
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401
Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges rentals for machinery, fuel and all other incidental charges etc, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying tack coat over WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags, etc., complete as per standard specification No 503 of MOST
BM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
60 cm equilateral triangle
Provision for Hectometer stone
Provision for KM Stone
GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package}
AVN Constructions (BID ID -1448212)
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